11 Mimosa Street plans showing exisitng original cross-over

Page 2

‘Adoo jeujbuo sajouep sjeyiul sioyny eng ‘ubiseg Buipling eleinsoy jo uolssiuled Ua_UM jNoUYM Yed ul 40 ApouM paides ag of Jou are sued esau jYybUAdOD @

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

paubg) “UPI FOOLY PUNDIDISIXT 6 . . 2 Z © gk
DOLL ag, U9G UPIBalad ‘}g eSOU (LL) PET ‘SSa4pPY |S | ee
Lively _|SeePAN JepiIngHeyved [0/898 | oN ra neo 5
‘7eq uoisiney || doumoyagy /ubiseq : . Qa Eee) g
| of “Aq umeig || 60/2 40%-el-SION8S Jey Buimeiq SAeT]IS AN -AOJ SUOISUB}XF pasodoid $ G 3 Peta E
[ ZL02/2/9 1-218 ] [ AleujuiyOld :ONss} | a a ey 3 3 : . cS
wl 28 Ce ee |
RAS g Sones Ki
PAR EMTS
PN Sets
Paes Be
4 8 oar
aLvenoov
0226
Oz Z 00r ¢
099 & 099 €
|
gz) Oe £ 1 # S
in
N =
AS | q oa
| | | =
o i I |
S| | <
| po <
ae i & & ; a.
| | i
S| ee S
So
; | pO 5
| gy | |
wo ze | ~l
| é } | ue
B B 6 i I! | ‘9
s & § | i < a
ZEa | f | 2 4 =
wo :
¢ | f | $ 5
<e) I Ks)
. a E . °o
| ! |
o | I | oX
3 i i
© | {| |
sO | | ra
! | ! ©
ee ° H 4 =
| ! | =
x | f | he
3 i | Y
g : i mew,
| i ><
fen gn nn} yo ge WW
2
2 2
8 | | 3
N N
i 5 4 L
OcG é 002 9
0cl6
n ay
£ &
§ 8
BS
8
2
ira
>
Ss
§ @
> «
£ =
&
g 2g

 

 

 

 

 

Page 3

 

 

MAST

 

 

 

co NV Ss TRUC TIO N NO TE. S “ « » Denotes hardwired smoke alarm = a, g 3

a _———e——eEeE———————eeeeeeeees q QQ <

ay 2

Note #1:- Proposed Enclosing under Existing 2 Storey Dwelling. . . A 6/2 & Y.
Note #2:- Proposed Ext. Walls are kept back off existing support posts as shown. Provide Lift-Off Hing es to Bath door. 3 § g
Note #3:- Builder to confirm ail dimensions on site prior to construction. B\s g
Note #4:- AS Approved External Cladding to be confirmed by client. Wet Areas to comply with BCA Part 3.8.1. Sal)
Note #5:- Builder fo insert a Raking Ceiling in Living and part Bed 2 as shown | 8
due to Verandah above. Builder to ensure correct construction SMOKE ALARM DEVICES M UST NOT BE: = . . 3
and use appropriate flashings to prevent water ingress. (Refer to Detail) Water proofing to be in accordance 5 g
Note #6:- Typically 90mm P10 or P12 T2 Treated Pine Framing required. with AS 3740-2004, ge
Note #7:- Provide 2550H Ceiling in Living/Bath/Bed 1/Bed 2. & &

 

Note #8:- Provide 2400H Ceiling in Bed 3/Ens./Cpd.
Note #9:- Bulkheads in rooms as per Existing Bearer locations.

 

Smoke Alarms to comply with
AS3786-2014

Proposed Ground Floor Plan

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
    
  
        

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

D
&
5
a
(Photoelectric Alarms Dec 2016) g 3
= 3 5
§)/2)'2
§/s/9
ie
6 uy
2|8 gs |g
5 780 a -
901.300 ‘| 1400 2720 90 ° 3 <=
2 3 UP S ©
8 B 8 Q
8 i = Poa 18 c
Lup i. 8 &
= 8 Hn Dd
| J—4. fs ge
g Bar Bed 1 — = ©
> wi 7 3.8 g 4
2, Z MONTE ist Bearer Exist. Bearer A ° ” ~
i | 5 : =o
—1 i °
i | 820D 820D 2 . &
3 gs i Robe oe a ° x
S l » Smoke 1 000, St > & 8 fe} °
® —_ 8200 J. Storage 3 Exist.Carport s % ~
|| Patio _ we 4d) Ss) 8 ” &
_ ie
o 8, g Living o N71 630 © =
S so N Exist.Bearer Store Exist.Bearer 8 . 9° —
+ ee i 21-18SD ” =
i j =
| ° ee
' I oS
Patio | + 2 St
| Ff x 3
kK
pe le . i al Ww
s & OM.
8 w
2 840 2 ”
— 2000—> 5 780 S §
7 780 os
a x

 

 

© 1

Elevation
Directions

a
~
So

Page 30

 

   
   

 

 

 

AREAS M2 «Vole Ss

Proposed Ground Floor 71.10 m2

Proposed Patio 19.18 m2

TOTALAREA __90.28 m2 PROPOSED GROUND FLOOR PLAN 1:100

 

 

Ee io
Cle) Ee ee aS
ROLE TAM ae MET A
E [email protected] M 0408 000450

www.accuratebuildingdesign.com

 

ACCURATE

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

 

 

Page 4

 

 

 

 

SMOKE ALARM DEVICES MUST NOT BE:

WITHIN 300 MILLIMETRES OF A LIGHT

 
     
   
        

AREAS M2
Existing Upper Floor 108.73 m2

 

Exist. Verandah 47.07 m2
Exist. Rear Landing 1.20 m2
TOTAL AREA 157.00 m2

 

10 900

 

 

 

 

2
>
o
~
x
N
o
2
8
ro)
a
oS
oD
=
©

 

 

16 500

70| 960/70
IS BIS
iD

1 875 ‘|Z 3025

 

6 460

 

704 900

   
 
  
     

10-18W

     
    

elle

Kitchen

06-18W

 

16 500 5

EXISTING UPPER FLOOR PLAN 1:100

 

 

 

 

Note:-Builder to update Smoke Alarms N aS .

Salas) |

Qs >

Denotes hardwired smoke alarm é 3 2.
~h—_sencesnamnes & |S
Smoke Alarms to comply with aig

AS3786-2014
(Photoelectric Alarms Dec 2016)

 

 

 

Certifier/Builder Updates

Revision

 

 

Existing Upper Floor Plan

 

 

 

 

 

 

 

Drawing Ref: Sellers-P-201 7/09

 

| Issue: Preliminary
Design: ABD/Owner

Sheet:

 

 

 

 

 

 

3 S

ae mM

c

&

: oP

~* coc =

= ©

° o

sf Qs
GZ 9

2 8 = 6

) 638

S = §

“ Qo =

cs

a oa

Zz a Ho =

=) -

: 25

wW

3 &

Hn

gf

o 8

qa <

 

 

 

ae
~
oS

Page 40)

 

 

 

NATE
- “Bui DING DESIGN

wd

   

Cle) Ee ee aS
ROLE TAM ae MET A

E [email protected] M 0408 000450
www.accuratebuildingdesign.com

ACCURATE

 

 

 

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

Page 5

 

 

 

 

 

   
   
     
  
  
  

Proposed Enclosing
under existing
2 Storey Dwelling

 
  
    
 
    
      
  
  
 
   
  

Block Retaining
to Engineer Design
& Specification.

 
  

EXISTING DWELLING

Fibrecement or similar
Cladding fixed in

lance with manufacturers
S.

_ Ext

  

Min. 2:
Ceiling

uilder to ensure there
adequate drainage
from dwelling.

Wall
& Specification.

SS ~~ Sealed Block,
t

  

SIDE ELEVATION #3

  

Select Fibrecement or simila
External Cladding fixed in
accordance with
Specifications.

  
 
 
 

EXISTING DWELLING

  
   

   

NO

Ceiling
Select Fibrecement or similar
External Cladding fixed in
accordance with manufacturers
specifications,

Aluminium glazed windows

Sealed Block R and doors to BCA Part 3.6.

to Engineer Design & a Rein.Block Retaining Wail

to Engineer Design & Specification.

SIDE ELEVATION #4

 
 

[arr]
EXISTING DWELLING

 

 

 

 

oer Aluminium Glazed
FRONT ELEVATION #1 “isinsnsi.

to BCA Part 3.6.

EXISTIN

  
        
 
  

DWELLING

ae

‘Aluminium glazed windows

WAN UN ANAS
REAR ELEVATION #2 and doors to BCA Part 3.6.

ACCURATE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sa /8s| |
38] 8
sa) [5
rg
sé
ce 35 &
< Min.2400 H a 3
Ceiling ~ 3 8 Wy
Ey 8
ie
sek 8
B |S 1a 2
2a) a a}
&
©
ia}
°
&
>
YS
coc =
= ©
oa
OM «a
S i)
,
5 8
- §
Qo =
cs
Qa
—
Om
cN
oy
~
x oS
gd
3 4
Hn
o 2
Q235
o 3
qa <
Page 5 of 10

 

 

 

 

NATE
- “Bui DING DESIGN

wd

Ee io
Cle) Ee ee aS
ROLE TAM ae MET A
E [email protected] M 0408 000450

www.accuratebuildingdesign.com

 

 

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e
=), 88) |s
> & D
qa &
SLAB DETAILS CONCRETOR NOTE:- MIN.200mm CONCRETE REINFORCED BLOCK WALLS eres
THICKENING BEAM/FOOTING REQUIRED Se] |g
: , UNDER ALL BRACING WALLS TO AS 3700 REQUIREMENTS g 2] |S
100mm R.C, 20 Mpa slab vibrated and reinforced als s
with 1 layer of slab mesh situated on bar chairs == &
and founded on visqueen or simifar lapped 200mm 8
and taped with pressure sensitive tape and laid | a
over 50mm min.compacted bedding sand. g 3 s
Refer to engineers specifications. || > 3s 3
S]eal js
Se) | gs
SiH nw
2 | |2
2 3/.| 4
SISi\s
| 3||S
£146
IMPORTANT NOTES: = | [S
This plan to be read in conjunction with = £ a
floor plan. Builder fo confirm dimensions & ols
prior to construction. Plumbing fixture SS ay
positions and dimensions provided are B/S |e Ie
to be determined by builder or licensed (4) |S) |S oO
plumbing contractor. Denotes Existing 75 X 75 SHS Stee! Posts and Footings.
S
Denotes Sealed Rein.Block Retaining Wall fea]
Refer to Engineer Design & Specifications. c
5 780 2 840 c
S 1.400 901 2 —
S <1 480 5 Hn d
_ = = = 7A! . @&
Ke zie = a= = os +
S = &
8 | | SINK Qa
S|, || o
% ii | | =
” ody so”
%
| sy
. Y
or : 2 £e
! { ! 100mm Thick Reinforced concrete slab s £
° 4 i ' to engineer detail. Main floor 300mm Qo =
x & 1 : 1 above platform. 3 < =
> § | , 3 S
in.30mm || EXISTING ® =
pl Away || CARPORT Om
3 S ft mm Dwelling | SLAB ° Pan
SS ne ! Sy
o © iH ! t | x 4
Bo | 3 )
ii |e 4 ‘i jp a WW ~
if ‘ 100m Thick Reinforded concrete slab | | | anvh al ~!
| : to efigineer detail. Main floor 300mm | || i Min.30mm | 2 Oo ua
a : above platform. |! 7 _ FallAway || vr 7.)
i : y ' | |, | from Dwelling |, | N ®
jb : = 4 | ih a" w w”
: : } . i 2 oo
S 25
“ o° 3
Denotes Rein.Block Retaining Wall “ —— 2000 5 780 2 840 a =
Refer to Engineer Design & Specifications, | Nn Denotes Existing Block Retaining Wall
Page 6 of 10

 

 

 

 

NATE
- “Bui DING DESIGN

 
   

 

 

Ee io
Cle) Ee ee aS
ROLE TAM ae MET A
E [email protected] M 0408 000450

www.accuratebuildingdesign.com

SLAB SET-OUT PLAN 1:100

* PLEASE NOTE.- ANY CHANGES TO OR SUBSTITUTION OF STRUCTURAL MEMBERS OTHER THAN BY A CERTIFIED ENGINEER, WILL VOID ACCURATE
BUILDING DESIGN OF ANY RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THIS BUILDING DESIGN.

ACCURATE

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

 

 

Page 7

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|| Is
S| |.
aalas| [2
MEMBER SCHEDULE W41N (N3) PLY BRACING FRAMING SCHEDULE N3 W41 Ss) ig 8
ere| |g
1 es &
MEMBER SIZE TIE-DOWN PB 6-4 KWM dmm STRUCTURAL PLYWOOD, EXT & INT NON-LOADBEARING 2.5H | T2 TREATED PINE FRAMING Saf |.
FIXED TO FRAME WITH 30 X 2.8 GALV. STUDS X 35 MGP 10/12 @ 450 CTR ==! |} | s
L1 LINTEL 90 X 35 P12 T2 M12 TIE-DOWN ROD AS PER AS1684.2 CLOUTS. 150 CTRS TO TOP & BOTTOM TOP PLATE Box ce MEP In © 490 TRS 83
L2 LINTEL 140 X 35 P12 T2 M12 TIE-DOWN ROD AS PER AS1684.2 PLATES & TO EDGES AND AT 300 CTRS BOTTOM PLATE 90 X 35 MGP 12 sa a
13 LINTEL 190 X 35 P12 T2 M12 TIE-DOWN ROD AS PER AS1664.2 TO INTERMEDIATE STUDS. PROVIDE M12 RIBBON PLATE 90 X 45 MGP 12 33) (3
CYCLONE RODS FULL HEIGHT TO EACH o/s} |
END OF BRACING SHEET. CYCLONE RODS JAMB STUDS <2550H 90mm REFER TO LINTEL LAYOUT Sea | B
MAX. 1200 CTRS GENERALLY. Frame Sheet Roof su =
NN
EXISTING CROSS BRACES ARE TO BE REMOVED 90.X 35 MGP12 (A) a £
AND REPLACED WITH BRACING WALLS. 2/90 X 36 MGPTO @) a /3|(8 5
BUILDER TO CONNECT LOWER FLOOR TO TIE-DOWN TO W41 (N3) AND £86 2
EXISTING FLOOR SYSTEM AND TIE-DOWN NEW £88 —
LOWER FRAMING TO W41N3 AND AS 1684.2 REQUIREMENTS. AS 1684.2 REQUIREMENTS Bag
i LS| |S is
NOTE:- ALL FRAMES ARE NON-LOADBEARING 288 a

 

 

 

 

 

(ENCLOSING UNDER EXISTING DWELLING)

 

CYCLONE ROD/TIE-DOWN DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S
<
&
Min.45mm Solid Blocking Exist. Upper Floor ” D>
WH o eo
TyT eee ‘N = ®
1.0 PB LT (A) 1.0 PB ‘oO a.
= fy oO
3 a7,
SS
| 90 X 45 MGP12 = a
Underbatten M12 Cyclone Rod vw
Oo 8
~—
: 90 X 35 P12 T2 Non-Loadbearing “ &
| Lower Floor Frame ° =
! Oo ~
| ; 3
Ow
| y cN
I ®
| | 2 wo >
| et 2 * y
| shee - =a}! S WW |
| 0.5PB L2(B) 05*B res} § UM .,
| | = + ®o
| 2 | Q | nH a
| a & | EF gs of
1 “| is 1 © assy Q ws
Lo oe ete = ee BPO | Wy Zaq oD
= === EF (By 06813 (By = = = = gag Q SB
OSS
wes qa <
Gace
Page 7 of 10

 

 

 

     

DIRECTION A
PROVIDED 53.76 KN + NOM.
REQUIRED 49.50 KN. & CCURATE,

- “Bui DING DESIGN

LOWER FRAMING LAYOUT 1:100 ;

* PLEASE NOTE.- ANY CHANGES TO OR SUBSTITUTION OF STRUCTURAL MEMBERS OTHER THAN BY A CERTIFIED ENGINEER, WILL VOID ACCURATE
BUILDING DESIGN OF ANY RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THIS BUILDING DESIGN.

 

 

 
   

 

 

Cle) Ee ee aS
ROLE TAM ae MET A

E [email protected] M 0408 000450
www.accuratebuildingdesign.com

ACCURATE

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

 

 

Page 8

 

 

 

 

 

SAFE DESIGN AND BUILDING
OF STRUCTURES

 

1. FALLS, SLIPS, TRIPS.

(A) WORKING AT HEIGHTS

DURING CONSTRUCTION

Wherever possible, components of this building should be
prefabricated off site or at ground level to minimize the risk

of workers falling more than two meters. However, construction
of this building will require workers to be working where a fall
in excess of two metres is possible and injury is likely to result
from such a fall. The builder shall provide a suitable barrier
wherever a person is required to work in a situation where
falling more than two metres is a possibility. Site/Task Risk
assessment and safe work method statements are to be
carried out in accordance with the Workplace Health & Safety
Act and Workcover and the Construction Work Code of Practice.
DURING OPERATION OR MAINTENANCE

For houses or other Low-rise buildings where scaffolding

is appropriate:

Cleaning & Maintenance of windows, walls,roof or other
components of this building will require persons to be
situated where a fall from height in excess of two metres

is possible. Where this type of activity is required, scaffolding,
ladders or trestles should be used in accordance with the
relevant codes of practice, regulations and legislation.

Task Risk assessment and safe work method statements

are to be carried out in accordance with the Workplace
Health & Safety Act and Workcover requirements.

For houses or other Low-rise buildings where scaffolding
ladders, and trestles are not appropriate:

Cleaning and maintenance of windows, walls, roof or other
components of this building will require persons to be situated
where a fail from a height in excess of two metres is possible.
Where this type of activity is required, scaffolding, fall barriers
or Personal Protective Equipment (PPE) should be used in
accordance with the relevant Codes of Practice, Workplace
health & Safety Regulations & Workcover Legisiation.

(B) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

Floor finishes noted on these drawings are only finish types for

the purpose of conducting an energy rating assessmem. The owner

is responsibie for the selection of the surface finishes in the pedestrian
trafficable areas of this Building. Surfaces should be selected in accordance
with AS HB 197:1999 and AS/NZ 4586:2004

STEPS, LOOSE OBJECTS AND UNEVEN SURFACES

Where Steps/and or Ramps are included in the building which may be a
hazard to workers carrying objects or otherwise occupied. Steps should be
clearly marked with both visual and tactile warning during construction,
maintenance, demolition and at all times the building operates as a workplace.
Building owners and occupiers should monitor the pedestrian access ways
and

in particular access to areas where maintenance is routinely carried out to
ensure that surfaces have not moved or cracked, so that they become uneven
and present a trip hazard. Spills, loose material, stray objects or other material
that may cause a slip or trip hazard should be cleaned or removed from
access

ways.

Alf contractors and workers are expected to maintain a tidy work site during
construction, maintenance or demolition to reduce the risks of trips and falls in
the workplace. Materials for construction or maintenance should be stored in
designated areas away from access ways and work areas.

2. FALLING OBJECTS

LOOSE MATERIAL OR SMALL OBJECTS
Construction, Maintenance or Demolition work on or around this
building is likely
to involve persons working above ground level or above floor levels.
Where this
occurs one or more of the following measures should be applied to
avoid objects
falling from the area where the work is being carried out onto persons
below.
1/ Prevent or restrict access to areas below where the work is being
carried out.
2/ Provide toeboards to scaffolding or work platforms.
3/ Provide a protective structure below the work area.
4/ Ensure that all persons below the work are have the appropriate
Personal Protective

Equipment.

BUILDING COMPONENTS

During construction, renovation or demolition of this building, parts of
the structure including

fabricated steelwork, heavy panels, engineered timber products or
roof trusses and many other

components wiff remain standing prior to or after supporting parts are
in place. Contractors should ensure that temporary bracing and other
required support is in place at ail times as the possible collapse may
injure persons in the work area. Refer to Engineer or manufacturers
recommendations if required.

Mechanical Lifting of Materials and components during construction,
maintenance or demolition presents a risk of falling objects.
Contractors should ensure the appropriate lifting devices are used,
that loads are properly secured and that access fo areas below the
load is prevented or restricted.

3. TRAFFIC MANAGEMENT

For buliding on a major road, a narrow road or steeply sloping road:-
Parking of vehicles or loading/unloading of vehicles on this roadway
may cause a traffic hazard.

During construction, maintenance or demolition of this building
designated parking areas for workers and loading areas should be
provided. Trained traffic managment personnel should be responsible
for the supervision of these areas.

For a Building where on-site loading/unloading is restricted:-
Construction of this building will require loading and unfoading of
materials on the roadway.

Deliveries should be well planned to avoid congestion of loading
areas, and trained traffic management personnel should be used to
supervise loading/unloading.

For aff Buildings:-

Busy construction and demolition sites present a risk of colfisian where
deliveries and other traffic are moving within the site. A traffic
management plan supervised by trained traffic management personnel
may need to be implemented for the work site.

4.SERVICES

Rupture of services during excavation or other activity creates a
variety of risks, including

the possible release of hazardous material. Existing services are to be
located on or around this site. Where known these are identified on
the plans, but the exact location and extent of services may vary from
that indicated.

In locations with underground power, power lines must be
disconnected or carefully located and adequate warning signs used
prior to any construction, maintenance or demolition commencing.

Services should be located using the appropriate service (such as Dial
Before You Dig)

appropriate excavation practice should be used and, where necessary,
specialist contractors should be used.

Where overhead power lines are on or near this site they pose a
risk of efectrocution if struck or approached by lifting devices or other
plant and person working above ground level.

Where there is a danger of this occurring, power lines should be,
where practical, disconnected or relocated. Where this is not practical
adequate warning in the form of bright coloured tape or signage
should be used or a protective barrier provided.

5. MANUAL. TASKS

Components within this design with a mass in excess of 25kg
should be lifted by two or more workers or by a mechanical lifting
device. Where this is not practical suppliers or fabricators should
be required to limit the component mass.

All material packaging, building and maintenance components
should clearly show the total mass of packages and where
practical ail items should be stored on site in a way which
minimizes bending before lifting. Advice should be provided on
safe lifting methods in all areas where lifting may occur.
Construction, maintenance and demolition of this building wilf
require the use of portable tools and equipment. These should be
fully maintained in accordance with the manufacturers
specifications and not used where faulty or (in the case of
electrical equipment) not carrying a current electrical safety tag. All
safety guards or devices should be regularly checked and
Personal Protective Equipment should be used in accordance with
manufacturers specification.

6. HAZARDOUS SUBSTANCES

Powered Material

Many materials used in the construction of this building can cause
harm if inhaled in powdered form. Persons working on or in the
building during construction, operational maintenance or
demolition should ensure good ventilation and wear Personal
Protective Equipment including protection against inhalation of
harmful material when sanding,drifing, cutting or otherwise
disturbing or creating powdered material.

Treated Timber

The design of this building includes provision for the inclusion of
treated timber within the structure. Dust or fumes from this
material can be harmful. Persons working on or in the building
during construction, operational maintenance or demolition should
ensure good ventilation and wear Personal Protective Equipment
including protection against inhalation of harmful material when
sanding, drilling, cutting or using treated timber in any way that
may cause harmful material to be released. Do not burn Treated
Timber.

Volatile Organic Compounds

Many types of glue, solvents, spray packs, paints, varnishes and
some cleaning materials and disinfectants have dangerous
emissions. Areas where these are used should be kept well
ventilated while the material is being used and for a period after
installation. Personal Protective Equipment may also be required.
The manufacturers recommendations for use must be carefully
considered at all times.

Synthetic Mineral Fibre

Fibreglass, rockwool, ceramic and other material used for thermal
or sound installation may contain synthetic mineral fibre which
may be harmful if inhaled or if if comes in contact with the skin,
eyes or other sensitive parts of the body. Personal Protective
Equipment incfuding protection against inhalation of harmful
material should be used when installing, removing or working near
bulk insulation material.

Timber Floors

Areas where finishes are applied should be kept well ventilated
during sanding and application and for a period after installation.
Personal Protective Equipment may also be required.

The manufacturers recommendations for use must be carefully
considered at ail times.

7, CONFINED SPACES

Excavation

Construction of this building and some maintenance on the
building may require excavation and installation of items within
excavations. Where practical, installation should be carried out
using methods which do not require workers to enter the
excavation. Where this is not practical, adequate support for the
excavated area should be provided to prevent collapse. Warning
signs and barriers to prevent accidental or unauthorized access to
alf excavations should be provided.

7. CONFINED SPACES CONT.

Enclosed Spaces

Where workers are required to enter enciosed spaces, air testing
equipment and Persoani Protective Equipment should be
provided.

Small Spaces

Where small spaces within this building require access by
construction or maintenance workers provide warning signs and
barriers to unauthorized access, These should be maintained
throughout the life of the building. Where workers are required to
enter small spaces they should be scheduled so that access is for
short periods. manual Lifting and other manual activity should be
restricted in small spaces.

8. PUBLIC ACCESS

Public access to construction and demolition sites and to areas
under maintenance causes risk to workers and the public.
Warning signs and secure barriers to unauthorized access should
be provided. The perimeter fence must be adequate and be of a
suitable height to deter entry,

eg:1800H and be constructed from dedicated materials and be
difficult to climb.

Be difficult to gain access underneath the gates and joints in the
fence and should be secure and not present a weak point for
entry.

In case of emergency, builders must ensure signs are clearly
visible form outside the site, stating the names and contact
telephone numbers of the person in control of the building work.
Where electrical installation, excavations, plant or loose materials
are present they should be secured when not fully supervised.

9. OPERATIONAL USE OF BUILDINGS

(For Residential Buildings)

This building has been designed as a residential building. if at a
later date it is used, or intended to be used as a workplace, the
provisions of the Workplace Health & Safety Act 2017 or
subsequent replacement Act should be applied for the new use.

10. OTHER HIGH RISK ACTIVITY

All electrical work should be carried out in accordance with the
Code of Practice: Managing Electrical Risks at the
Workplace, AS/NZ 3012 and ail licensing requirements.

All work using Plant should be carried out in accordance with the
Code of Practice: Managing Risks of Plant in the
workplace. All work should be carried out in accordance with the
code of practice: Managing Noise and preventing Hearing Loss
at work.

Due to the potential risks involved in Steelwork and Concrete
placement particular care fs to be exercised.

The principal contractor is to implement and monitor Workpiace
Health & Safety, Safe Work Method Statements, and Risk
Assessments. All workers are to comply with the Relevant Code
of Practice and Australian Standards and in General the Code of
Practice:

Managing Risks in Construction Work. (Work Place Health &
Safety Act 2011.)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sa /8s| |
B§| |
Ba) 5
3 &
sg 3
alg 5
Sigs | 2
Se 6
so) 18
e5/ |
a/§|/g q
286/S/e
glsiss 8
Bi Siig 2
2a) a a)
<=
©
Q
c
&
D
Y 9
oc f=
= ©
oa
OM ws
so”
., %&
638
= §
oO =
cs
Oo ma~
aT
Om
cN
Oo +
Ad
x 3
We
3 &
Hn
Qo 2
235
o 3
qa <
Page 8 of 10

 

 

«Vole Ss

 
   

Jason

ACCURATE

 

| atta Ses,
aN eEE

tik
® Drafting.
ea

ingdes:

ING DESIGN

a

Cle) Ee ee aS
ROLE TAM ae MET A
E [email protected] M 0408 000450
Pa ACA ele

 

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

Page 9

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

   

 

 

 

 

 

 

 

 

 

 

 

BS
N ols -.
GENERAL NOTES =a [88] fs
eSeCHb
All work is to comply with the Building Act 1991. Standard Building S 2 8 2.
Regulations 1993. Building Code of Australia, and alf relevant 3/3 g
Australian Standards, a & & Ss
Timber work is to comply with AS 1684. a — eS b
All dimensions and details to be checked on site prior to construction. uy | . zg
Bracing & Timber Sizes nominated to be checked/certified by an Engineer. Exist. Po é
Footing Detail and Slab Design to be checked/provided by Engineer. 2400H gs a
Tie-Down and bracing to W41N (N3) and AS Requirements. Ceiling o g s 2
Alf contractors to carry out work in accord with Workplace = - a 2 & ® oS
Health and Safety Requirements. Ve I. L I VI n g K, I tc h e n = 9 <
Smoke Alarms to AS 3786. ” Si 2
Termite Control to comply with AS 3660 and BCA Part Q 3.1.3.1. DETAIL A Provide Flashing Rafter tie-down to a g
Alf External timbers to be Durability class hwd or H3 Treated and and Fibrecement moet AS 1684.2 g)i8 3
or suitably protected against the weather in accordance with 140 X 45 H3 Treated Cladding to prevent Requirements, 75H3 Tr d = 3)|§ 3
manufacturers recommendations. Roof Beam. water ingress. reate §)/2/ 0
Floor Tiling to be carried out in accordance with AS 3958.1 Ceramic Tiles. . L Transfer Block. i §/s/9
All concrete work to be carried out in accordance with AS 2870-1996 Existing 240 X 75 F14 xy eX ie
(Residential Slabs & Footings construction.) AS 3600-2001 _ Roof Beam. — / aly 190mm Rein. Coneret MBs se:
(Concrete Structures.) Builder to insert Mini-orb Roofing WI — Existing Wf Existing 7omm Plasterboard Céiling I Block Wall to A83700. 3 a 3 $
Waterproofing to be in accordance with AS 3740-2004 to completely seal between Exist. 70 X 35 P1272 Bearer Bearer i F 2g 18 a
- an . . ion 2550H & Engineer Design & =]
(Waterprooting of wet areas within residential buildings.) Verandah & Bed 2. Fix Roofing Rafters at 600 Cirs. 440 Cyclone rods Ceiling Specifications.
Aluminium & Timber Doors & Window sizes, Swing & Hinge Movements to Beams on sheet ridges with rofer in bracin e "
are fo be confirmed with the clients/builder prior to manufacture. Builder to Gal.or Stainless Steel Roof Screws. 90 X 35 P12 T2 schedule ig &
ensure installation is in accordance with External eo
manufacturers details & specifications. Colorbond Sheet Roofing Framing STO R E B ed 1 Reinforced Concrete a
Builder to ensure the use appropriate fixings due to close proximity to the fixed in accordance with Slab and footings to
beach. manufacturers specifications. Reinforced Concrete q Engineer design and <
. | . Slab and footings to Specification.
EXTERNAL TIMBER APPLICATION NOTE:- Physical termite Barrier Engineer design and a
as per AS 3660. n Specification. ”
Note:- All Timber used in an external above ground +t - ane NS
application, and members directly exposed to the weather | ikl = | o
are to be painted and sealed to AS1684.2 requirements before TLL | TE ee b lle Ful nd
it is installed, including all cuts, notches and driff holes to minimize el leslie eles A TESTE —
the ingress of moisture and further once sealed a ‘malthoid' or similar Ce 7 E i a
cover strip be applied to all top edges of deck joists/bearers and or beams. Pll feallEal Fal i < i Palle 7
All above ground external timbers to be Min. Durability Class 1 or 2 Hwd “ETE Ee ea Lee ”
or CCA H3 Treated. Alternatively these members can be painted and fully TE Tales TEE es Tee “IE =
covered with Fibrecement sheet cladding. Where Engineered Timber
Products are used in H3 LOSP application please refer to the uy
manufacturers Guide for installation considerations & recommendations.

 

 

 

SECTION A:A 1:60

 

 

 

 

 

 

 

 

 

 

 

 

Address: L434 (11) Mimosa St. Pereg

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
 
 

 

     
        

          
   

 

 

 

 

 

S
~—
- ”
4 £
m 4 Exist. °
2400H 4 —
Ceiling Ww
Bed 5 Bed 4 S
Ver. e ¢
= Ww
i ®
- a
L 90X35P12T2 | 2400H X 10mm Plasterboard Ceiling 1 Note:- All members directly exposed to the weather °
External Ceiling ioc, are to be painted and Min.H3 Treated, or alternatively Q.
yclone rod: .
Framing refer to bracing members can be H2 Treated/painted and fully covered °
schedule au with Fibrecement sheet cladding. a
P a ti oO Bed 3 a th 190mm Rein.Concrete
50mm Sand bed o1 90 X 35 P10 T2 Block Wall to AS3700 Page 9 of 10
Sib ona testimonies compacted fill Internal & Engineer Design &
Physical termite Barrier Engineer design and zo uM Poivthene BPC Framing eax | Specifications. .
as per AS 3660. Specification. a aterproor Membrane Pile
? ee
SEAT ar | Poe fg agai
oll =l tt E 4 qr Fir
E Tee Fale EEE] Fale a BUILDING DESIGN
oe ne int SECTION B:B 1:60 .
TIE Pll lel le .
1 i Fa Fl ——_—_—_——— Rene ici

 

 

Cle) Ee ee aS
ROLE TAM ae MET A

E [email protected] M 0408 000450
www.accuratebuildingdesign.com

ACCURATE

 

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

 

 

Page 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[] th
IMPORTANT NOTES: LICENSED PLUMBING CONTRACTOR TO CONFIRM DRAINAGE LAYOUT PLUMBING LEGEND s a ss 8
This plan to be read in conjunction with AND NOMINATE POSITIONS FOR ALL ITEMS REQUIRED FOR COUNCIL g Slyo 2
floor plan. Builder to confirm dimensions PLUMBING INSPECTOR. ST SEPTIC TANK Pas g
prior to construction. Plumbing fixtures HT HOLDING TANK é 8 3 ©
and electrical locations fo be determined ORG OVERFLOW R/GULLY = a 5 a
by builder. Do not scale for plumbing positions 10 INSPECTION OPENING g =
or slab edges. i INSPECTION JUNCTION ass
GIT GREASE INT.TRAP > g s 8
DB DISTRIBUTION BOX /<8 3
Drainage To be connected to existing. Vv VENT s= =
To be confirmed by licensed plumbing contractor. SP SOIL PIPE a o
FWG FLOOR WASTE GULLY gis a
FF FROG FLAP Ses x
DFW | DRY FLOOR WASTE eas 5
RA ROOF ACCESS ae a a
DP DOWN PIPE Qs Ple .
seats |s
a8 38 6
ELECTRICAL LEGEND
LIGHTING
REFER TO FLOOR PLANS FOR SMOKE ALARM LOCATIONS
Symbol Description Qy
OC) | Ceiling Light
@ Down Light "i
w Wall Light x
| IXL Tastic ®
= Fluro Batten ”
POWER =
e Switch re

 

cy Single Power Point
ak Double Power Point

TV. T.V.Point
BH

 

 

 

Phone Point
i T.V.Antenna & Booster
D.W. Dishwasher Point

 

 

 

 

 

 

 

 

 

 

Address: L434 (11) Mimosa St. Peregian Bch

Proposed Extensions for

 

 

 

 

RH. Rangehood Point
MLW. Microwave Point
OTHER ITEMS
EF Exhaust Fan
x Ceiling Fan
x Ceiling Fan with light
Coa Meter Box
O HWS | Hot Water System Page 10 of 10

 

———| Smoke Alarm

       
   

 

 

 

 

 

=
S

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.

 

 

 

NATE
- “Bui DING DESIGN

wd

 

 

LOWER ELECTRICAL & DRAINAGE LAYOUT

Cle) Ee ee aS
ROLE TAM ae MET A

E [email protected] M 0408 000450
www.accuratebuildingdesign.com

ACCURATE

 

Blue Authors initials denotes original copy.